Experimental Analysis of Mechanical Properties and Durability of Cement-Based Composite with Carbon Nanotube

Abstract

In order to study the mechanical properties and durability of cement-based composite with carbon nanotube, the test and analysis experiments are designed. Raw materials and related pharmaceutical instruments are prepared, to obtain cement-based composite with carbon nanotube samples by catalytic pyrolysis according to different proportions. The prepared sample is taken as the experimental object, and different bearing capacities are applied on different positions of the sample, to observe the change of the sample, and then, the experimental results of the mechanical properties of composite materials are obtained. The durability test results are obtained by combining the impermeability and frost resistance of the test object. The average compressive strength is 84.09 MPa, the average flexural strength is 16.9 MPa, and the crack resistance index is 22.5. In addition, the structure and diffusion coefficient of the sample also change in different degrees after the solution immersion and freeze-thaw treatment. Through longitudinal comparison, the more the carbon nanotubes are added into cement-based composite, the better its mechanical properties and durability are.

This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

1. Introduction

Carbon nanotubes are one-dimensional quantum materials with special structure. When various nanoparticles are incorporated into the matrix, nanocomposites are created that outperform conventional materials in terms of performance. The major cause for the nanocomposites’ enhanced features and qualities is the nanoparticles’ modest loading into the base matrix, since nanoparticles have a superior dispersion in the parent matrix. [1–3]. Carbon nanotubes are mainly composed of hexagonal carbon atoms, which form several to dozens of concentric tubes. The distance between layers is about 0.34 nm, and the diameter is generally 2–20 nm. According to the different orientation of the carbon hexagon along the axial direction, it can be divided into three types: zigzag, armchair, and spiral. Among them, helical CNTs have chirality, while zigzag and armchair CNTs have no chirality. As one-dimensional nanomaterials, carbon nanotubes are light in weight, perfectly connected in hexagonal structure, and have many unusual mechanical, electrical, and chemical properties. In recent years, with the in-depth study of carbon nanotubes and nanomaterials, their broad application prospects are also constantly emerging [4, 5]. Carbon nanotubes can be regarded as curled graphene sheets. Therefore, according to the number of graphene sheets, they can be divided into single-walled carbon nanotubes and MWCNTs. According to the conductive properties of carbon nanotubes, they can be divided into metal type carbon nanotubes and semiconductor type carbon nanotubes. According to whether there are tube wall defects, they can be divided into perfect carbon nanotubes and defective carbon nanotubes. According to the shape, it can be divided into straight tube type, carbon nanotube bundle, Y type, snake type, and so on. As a raw material, carbon nanotubes are widely used in many fields because of their excellent mechanical, electrical, heat transfer, and optical properties.

Cement-based composite is a kind of composite material based on Portland cement, which is composed of alkali resistant glass fiber, general synthetic fiber, various ceramic fiber, carbon and aramid fiber, metal wire, natural plant fiber and mineral fiber as reinforcement, adding fillers, chemical additives, and water through composite process. It is better than ordinary concrete. Taking the short cut alkali resistant glass fiber composite with content of about 3%–10% as an example, its density is 1600–2500 kg/m³, impact strength is 8.0–24.5 N·mm/mm², compression strength is 48–83 MPa, and thermal expansion coefficient is (11–16) × 10-6k-1 [6]. The properties vary with the raw materials, ratio, process, and curing conditions used. Cement-based composite materials are basically used to manufacture building components, such as interior and exterior wall panels and ceilings. In 1994, foreign researchers used chemical cutting method to introduce active functional groups to the surface of carbon nanotubes, at the same time, combined with ultrasonic treatment method to get well dispersed carbon nanotubes aqueous solution, and studied the mechanism of different types of anionic surfactants on the dispersion of carbon nanotubes, to obtain cement-based composite with carbon nanotubes.

Gillani et al. [7] found that the uniform dispersion of the multiwall carbon nanotubes (MWCNTs) in the composite matrix holds the key for the mechanical properties of the resulting composite. Foldyna et al. [8] proposed a novel technique of CNTs dispersing using acoustic generator of pulsating jets. Saralch et al. [9] have found that the dispersion of nanoclay in the polypropylene matrix plays a significant role in the preparation of nanocomposites. Their study of stress-strain behaviour during the tensile testing of nanocomposite along with critical examining using field emission scanning electron microscope (FESEM) of the fracture surface has evolved that part per hundred of resin (phr) value around five provides maximum strength.

Carbon nanotube composites have been studied at home and abroad. However, unlike other matrix materials, there are few reports on cement-based composite with carbon nanotubes. In recent years, some scholars have made a preliminary exploration on the mechanical and electrical properties of cement-based composite with carbon nanotubes. Foreign researchers have studied the mechanical properties of cement-based composites with nanocarbon fiber. In order to improve the dispersibility of carbon nanofibers in cement matrix, dispersant and ultrasonic are used to make treatment First, the dispersed carbon nanofiber aqueous solution is prepared. The best dispersing suspension can be obtained when the ratio of dispersant and carbon nanofiber is the same. In the cement-based composite materials, the analysis shows that the nanocarbon fiber controls the growth of nanoscale microcracks, while the bending strength, elastic modulus, and hardness of the composite materials are greatly enhanced. In recent two years, Harbin University of Technology, Tongji University, Dalian University of Technology, and other universities have begun to explore the carbon nanotube reinforced cement-based materials and made some basic breakthroughs. Through uniaxial compression test and fatigue crack test, the basic mechanical properties of ordinary concrete and self-compacting concrete mixed with three types of nanocarbon fiber are tested, and the optimum mixing amount is discussed. It is found that nanocarbon fiber with proper mixing amount and good dispersion can improve the compressive strength and splitting tensile strength of concrete and has a good reinforcement effect on concrete materials.

Carbon nanotubes have excellent physical and chemical properties and have a very wide application prospect in cement-based composite materials. However, at present, researchers all over the world are faced with the following common problems: the large-scale preparation of carbon nanotubes is still a bottleneck, which greatly limits the application of development and research of carbon nanotubes; the mechanical properties of carbon nanotubes and its reinforcement mechanism are not clear; the durability of cement-based composite materials is almost not studied. To solve these common problems, we need to strengthen the cooperation between material researchers and experts and scholars in the field of chemistry. On the one hand, we need to break through the key technology, further research and develop new technology with low cost and suitable for large-scale production of carbon nanotubes, and continue to study its mechanical properties. On the other hand, through modeling and simulation to strengthen the research of growth phenomenon and mechanism, the experimental analysis results on the durability of composite materials are obtained, so as to truly realize its application in the field of cement concrete.

2. Preparation of Cement-Based Composite with Carbon Nanotube

Based on the analysis of the research situation of cement-based composite with carbon nanotube at home and abroad, the research content of this experiment is proposed, which mainly includes four aspects: the first is to study the preparation results and characterization of carbon nanotube by different types of water reducing agents; the second is to study the macromechanical properties of modified cement-based materials with carbon nanotube and the mechanism of carbon nanotube reinforced cement; the third is to study the method and technology of carbon fiber orientation arrangement in cement and the mechanical properties of cement-based materials modified by carbon fiber orientation arrangement; the fourth is to study the durability of the cement-based composite with carbon nanotube [10]. Therefore, first, the mechanical properties and durability of cement-based composite with carbon nanotube are prepared as the research samples.

2.1. Preparation of Raw Materials

The composition of raw materials is closely related to their macroproperties. The properties and types of raw materials have a crucial influence on the experimental results. Therefore, the selection and application of raw materials should meet the requirements of the experiment, which is the key link to ensure the smooth progress of the experiment. The raw materials used in this preparation will be introduced in detail in the following content.

2.1.1. Carbon Nanotubes

The carbon nanotubes used in the experiment include common multiwall carbon nanotubes (IMC6) and common carboxyl MWCNTs (IMC6—CH), which are produced by Beijing Boyu Hi-Tech New Material Technology Co., Ltd. [11]. IMC6—CH is a modified carboxylated derivative of IMC6 treated by chemical oxidation in liquid phase. The surface of IMC6 is inert and lack of active functional groups. There are a large number of COOH functional groups on the surface of IMC6—CH, which makes it easier for the MWCNTs with carboxyl group to bond with cement matrix and bridging agent. The physical parameters of MWCNTs are shown in Table 1.

Table 1

Physical parameters of MWCNTs.

Type	IMC6—CH	MWCNTs-OH
Diameter (nm)	20–40	>50
Length (μ m)	10–30	10–20
-Oh/-CH content (wt%)	0.71	0.71
Purity (wt%)	>95	>95
Bulk density (g/cm3)	0.18	0.18
Specific surface (m2/g)	>80	>60

It can be seen from Table 1 that the size of carbon nanotubes is very small, the length diameter ratio is large, the purity is high, and the specific surface is large.

2.1.2. Dispersant

Arabic gum is selected as the water dispersing agent of carbon nanotubes. Arabic gum can improve the hydrophilicity and dispersibility of MWCNTs by its long chain coating. Polyvinyl alcohol has good chemical crosslinking with cement matrix, and the hydroxyl group in polyvinyl alcohol may be connected with carboxyl group. Polyacrylamide is used to improve mortar performance with other fibers at the same time and shows good compatibility with fibers, so polyvinyl alcohol and polyacrylamide are selected as two bridging agents. The defoamer is tributyl phosphate.

2.1.3. Cement

As the most important cementitious material in construction engineering, the physical and chemical properties of cement have a great influence on the properties of cement products. The cement used is the benchmark cement produced by the Institute of Cement Science and New Building Materials Science of China Academy of Building Materials Science according to the National Standard of the People’s Republic of China GB 8076-2008. Its chemical composition is shown in Table 2.

Table 2

Chemical composition of reference cement.

P-O42.5 cement		Fly ash
Chemical composition	Content	Chemical composition	Content
SiO2	20.93	SiO2	58.31
Al2O3	4.89	Al2O3	29.63
Fe2O3	2.89	Fe2O3	3.65
CaO	60.42	CaO	1.80
MgO	3.56	MgO	0.43
K2O	0.56	K2O	0.11
SO3	2.27	SO3	0.67
Loss	3.60	f-CaO	0.93
—	—	Cl-	0.011
—	—	Loss	4.53

In addition, the physical parameters of P-O42.5 cement need to be analyzed, and the analysis results are shown in Table 3.

Table 3

Physical parameters of P-O42.5 cement.

Parameter		Parameter value
Specific surface area (m2·kg−1)		330
Loss on ignition (%)		3.65
Setting time (min)	Initial coagulation	197
	Final coagulation	263
Flexural strength (MPa)	3D	6.2
	28d	8.5
Compressive strength (MPa)	3D	29.8
	28d	52.5

2.1.4. Water Reducing Agent

Water reducing agent is the key to improve the working performance of carbon fiber composite cement slurry. The water reducing agent molecules adsorb on the particles of cementitious materials in the fresh cement slurry to play a repulsive role and release water and form a layer of solvated film to play a lubricating role, so as to play a water reducing effect in the mixture [12, 13]. The water reducer used is the Bsaf powder water reducer MELFLUX^® 2651F, which is a modified polycarboxylic ether made by spray drying process. The bulk density parameter of the water reducer is 30–60/100 cm³, the drying loss is 2%, the pH value is 6.5–8.5, and the addition amount is 0.05%–1.5%.

2.2. Connection of the Preparation Instrument

Corresponding instruments are prepared according to the preparation method of cement-based composite with carbon nanotube, including QM－3SP2 planetary ball mill, cement mortar mixer, cement mortar test body forming vibrating platform, 40 mm × 40 mm × 160 mm cement mortar test mold, analytical balance, weighing paper, and so on [14], in addition, the type of ultrasonic instrument produced by Shanghai Shenganalytical Ultrasonic Instrument Co., Ltd., the type of microcomputer controlled full-automatic pressure testing machine produced by Shanghai Hualong Testing Instrument Co., Ltd., the type of microcomputer controlled electronic universal testing machine produced by Jinan Sida Testing Technology Co., Ltd., and the type of electrohydraulic servouniversal testing machine produced by the American System Company. The prepared preparation instruments are connected according to the preparation principle, and the resulting preparation experimental device is shown in Figure 1.

[figure omitted; refer to PDF]

The loading force applied on the cement-based composite with carbon nanotube and the state of the experimental material are integrated. All the data are substituted into (6), and the flexural strength test results are obtained.

The results in Table 5 shows that the flexural strength of cement-based composite with carbon nanotube is 6.9 MPa at 1d, 14.1 MPa and 16.8 MPa at 3d and 28d, and 16.9 MPa at 56d, respectively [25].

Table 5

Flexural strength of cement-based composite with carbon nanotube.

Sample	1D	3D	28d	56d
R-0	6.3 MPa	10.2 MPa	13.4 MPa	13.9 MPa
S-5	6.5 MPa	16.1 MPa	18.4 MPa	18.6 MPa
S-8	7.7 MPa	18.6 MPa	21.3 MPa	23.2 MPa
S-10	7.9 MPa	16.9 MPa	20.9 MPa	20.1 MPa
S-20	7.8 MPa	15.3 MPa	17.8 MPa	18.4 MPa
S-30	6.8 MPa	12.6 MPa	15.5 MPa	11.1 MPa
D-10	5.3 MPa	9.5 MPa	10.5 MPa	13.1 MPa

3.3.2. Compressive Strength Test

When any of the six compressive strengths exceeds the average value, the average value shall be taken as the compressive strength result after it is eliminated. The compressive strength test process is shown in Figure 5.

[figure omitted; refer to PDF]

Through the recording and calculation of compressive loading data, the experimental results of compressive strength of composite materials are shown in Table 6.

Table 6

Compressive strength of cement-based composite with carbon nanotube.

Sample	Water-to-cement ratio (w/C)	Content of carbon nanotubes	Compressive strength (MPa)
	0.25	0	77.6	84.8	89.9
S-5	0.25	0.05	76.8	87.4	91.0
S-8	0.25	0.075	76.6	85.8	88.8
S-10	0.25	0.1	77.9	85.2	91.5
S-20	0.25	0.125	78.1	85.1	90.2
S-30	0.25	0.15	79.0	76.2	91.8

According to Table 6, at the same water-to-cement ratio, the addition of cement-based composite with carbon nanotube does not significantly improve the compressive strength of the cement pack. Under four different water cement ratios, the compressive strength of cement-based composite with carbon nanotube is close to that of blank sample or partially enhances its compressive strength [26]. The average compressive strength of cement-based composite with carbon nanotube is 84.09 MPa.

3.3.3. Test of Crack Resistance Index

Table 7 shows the test results of crack resistance index of cement-based composite with different carbon nanotubes.

Table 7

Crack resistance of cement-based composite with carbon nanotube.

Sample	/mm	d (mm)	$A_p$	$A_p\ast l_i$ (mm)	$R_t$
S-5	20	0.40	0.25	5	22.5
S-8	10	0.35	0.25	2.5
S-10	10	0.27	0.25	2.5
S-20	30	0.25	0.25	7.5
S-30	20	0.33	0.25	5

In Table 7, $l_i$ and d are the length and thickness of cement-based composite with carbon nanotube specimens, respectively. Finally, the crack resistance index test result of the composite is 22.5.

4. Durability Experiment of Cement-Based Composite with Carbon Nanotube

The durability of cement-based composites with carbon nanotube is the ability of materials to resist the long-term damage caused by both their own and natural environment. That is to ensure its durability. The better the durability is, the longer the service life of the material is. Taking the composite as the research object, the durability experiments of the composite are carried out from two aspects of impermeability and frost resistance.

Permeability refers to the transport and movement process of solution in some media under pressure gradient. For concrete, its permeability generally refers to whether the air, water, and salt ions in the water solution in the external environment are easy to invade into the internal characteristics of concrete and is expressed by permeability coefficient. The durability of cement-based materials has a direct impact on the safety and service time of the building structure, and the impermeability is one of its most important durability. The impermeability of cement-based materials is also related to the durability of other aspects, such as the penetration of water, air, and chloride ions into the reinforced concrete; the penetration of sulphate into the concrete is also due to the penetration of water and chloride ions into the concrete, the freeze-thaw damage, alkali aggregate reaction, and so on, which are closely related to the permeability. If the permeability of cement-based materials is good, all kinds of aggressive ions, water, and air are not easy to enter into the concrete, thus ensuring the durability of the concrete structure. The samples are saturated in saturated solution of Korean chloride for one hour and then soaked for 24 hours. Before the installation of the test piece, the ultrasonic bath shall be conducted for three minutes to ensure that the surface of the test piece is clean, free of oil, dust, and water drops. After fixing the test piece with a clamp, about 300 ml, 0.3 mol/l NaOH solution (or KOH solution) is injected into the cylinder of the test piece on the anode surface, and about 12 L sodium chloride solution with a mass concentration of 10% is put into the test container on the cathode surface. The test host is connected for power on test. According to the initial temperature, the instrument will automatically determine the test time, and the test data will be automatically recorded and saved. The permeability resistance of the cement-based composite with carbon nanotube is determined by observing the microstructure of the composite. The microstructure observation results of the composite at different soaking stages are shown in Figure 6. It is found that the reuniting of carbon nanotubes takes place, and then, the bridging was also observed. The scanning electron microcopy (SEM) image for sample A3 shows that the bridged tubes have growth/deposition of hydration products on them.

[figure omitted; refer to PDF]

According to the statistics and comparison of relevant data, the chloride diffusion coefficient of cement-based composite with different carbon nanotube content at the age of 28 days is obtained, as shown in Figure 7.

[figure omitted; refer to PDF]

The frost resistance refers to the property that the material resists multiple “freeze-thaw cycles” without fatigue, breakage, or damage. The test shall be conducted according to the relevant requirements of the quick-freezing method in the specification. Four days before the start of the freeze-thaw test, the carbon nanotube sample shall be taken out of the standard curing box for visual inspection, and then, it shall be immersed in an aqueous solution of 20 ± 2°C, and the water level shall be more than 20 mm above the top surface of the sample outer surface. After four days, the sample is taken out from the water and the surface water is dried, to start the quality test and dynamic elastic modulus test of the sample after the sample label. Each group of samples is put into the sample box, and then, the sample box is put into the sample frame in the freeze-thaw box. During the test, it needs to ensure that the height of the water surface in the box is 5 mm higher than the top surface of the sample. The freeze-thaw solution is added into the freeze-thaw box until the liquid level of the freeze-thaw solution exceeds the liquid level in the box. In the center of the freeze-thaw box, a sample box with a temperature measuring sample is placed, and a temperature measuring sensor is inserted into the freeze-thaw liquid around. After multiple freeze-thaw treatments, the surface changes of cement-based composite with carbon nanotube are shown in Figure 8.

[figure omitted; refer to PDF]

In Figure 8, the images 1–4 show the surface morphology of the test piece as the number of freeze-thaw cycles increases gradually. The pore quantification results of cement-based composite materials with different carbon nanotubes after freeze-thaw cycles are shown in Figure 9.

[figure omitted; refer to PDF]

From Figure 9, it can be seen that the cement-based composite with high content of carbon nanotubes has smaller pores and fewer pores, which proves that the composite with high content of carbon nanotubes has higher frost resistance. Based on the test results of the frost resistance and permeability resistance of the cement-based composite with carbon nanotubes, it can be concluded that the more the carbon nanotubes are added into the cement-based composite, the better the durability of the corresponding material is.

5. Conclusion

At present, the research of carbon nanotubes has become a global hotspot and has been applied in the fields of field emission, nanoelectronic devices, nanomachinery, composite materials, and so on. With the increasingly mature technology of preparation and synthesis and purification of carbon nanotubes, low-cost mass production of carbon nanotubes has become possible. However, the current high-tech concrete is still brittle, in terms of compressive strength. At present, the high-tech concrete has been very strong, comparable to the metal materials, but the tensile strength is far from the metal materials, so the key to study the high-tech concrete is to toughen, and the emergence of carbon nanotubes provides the possibility to solve this problem. Therefore, it has become an urgent task to explore and study the application of carbon nanotubes in cement concrete. It was found by the present study that the average compressive strength of cement-based composite with carbon nanotube is 84.09 MPa. Flexural strength of cement-based composite with carbon nanotube is 6.9 MPa at 1d, 14.1 MPa and 16.8 MPa at 3d and 28d, and 16.9 MPa at 56d, respectively. Once the production, preparation, and application of carbon nanotubes make an important breakthrough, it will certainly drive the development of the whole nanotechnology. At the same time, it will also drive the rise of a series of related high-tech industries, lead to a new technological revolution, and bring great benefits to the whole society.

Acknowledgments

We would like to thank the National Natural Science Foundation of China for providing guidance in this research work.

References

[1] C. Tzileroglou, M. Stefanidou, S. Kassavetis, S. Logothetidis, "Nanocarbon materials for nanocomposite cement mortars," Materials Today: Proceedings, vol. 4 no. 7, pp. 6938-6947, DOI: 10.1016/j.matpr.2017.07.023, 2017.

[2] C. Dou, L. Zheng, W. Wang, M. Shabaz, "Evaluation of urban environmental and economic coordination based on discrete mathematical model," Mathematical Problems in Engineering, vol. 2021,DOI: 10.1155/2021/1566538, 2021.

[3] V. Jagota, R. K. Sharma, "Interpreting H13 steel wear behavior for austenitizing temperature, tempering time and temperature," Journal of the Brazilian Society of Mechanical Sciences and Engineering, vol. 40,DOI: 10.1007/s40430-018-1140-6, 2018.

[4] M. Mohammadimehr, A. A. Mohammadi-Dehabadi, S. M. Akhavan Alavi, "Bending, buckling, and free vibration analyses of carbon nanotube reinforced composite beams and experimental tensile test to obtain the mechanical properties of nanocomposite," Steel and Composite Structures, vol. 29 no. 3, pp. 405-422, DOI: 10.12989/scs.2018.29.3.405, 2018.

[5] A. Kumar, V. Jagota, R. Q. Shawl, "Wire EDM process parameter optimization for D2 steel," Materials Today: Proceedings, vol. 37 no. 2, pp. 2478-2482, DOI: 10.1016/j.matpr.2020.08.295, 2021.

[6] G. M. Enrique, R.-T. Luis, A. Saez, "Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates," Composite Structures, vol. 186, pp. 123-138, DOI: 10.1016/j.compstruct.2017.11.076, 2018.

[7] S. S. U. H. Gillani, A. Khitab, S. Ahmad, "Improving the mechanical performance of cement composites by carbon nanotubes addition," Procedia Structural Integrity, vol. 3, pp. 11-17, DOI: 10.1016/j.prostr.2017.04.003, 2017.

[8] J. Foldyna, V. Foldyna, M. Zeleňák, "Dispersion of carbon nanotubes for application in cement composites," Procedia Engineering, vol. 149, pp. 94-99, DOI: 10.1016/j.proeng.2016.06.643, 2016.

[9] S. Saralch, V. Jagota, D. Pathak, V. Singh, "Response surface methodology based analysis of the impact of nanoclay addition on the wear resistance of polypropylene," The European Physical Journal - Applied Physics, vol. 86 no. 1,DOI: 10.1051/epjap/2019190021, 2019.

[10] S. Cui, P. Liu, J. Su, E. Cui, C. Guo, B. Zhu, "Experimental study on mechanical and microstructural properties of cement-based paste for shotcrete use in high-temperature geothermal environment," Construction and Building Materials, vol. 174, pp. 603-612, DOI: 10.1016/j.conbuildmat.2018.04.106, 2018.

[11] Y. F. Wang, Y. Zhao, X. H. Zhao, R. Hai, "Mechanical and strain-sensing properties of cement-matrix composite containing nano-sized carbon black," Key Engineering Materials, vol. 815, pp. 203-209, DOI: 10.4028/www.scientific.net/kem.815.203, 2019.

[12] M. Jebli, F. Jamin, E. Malachanne, E. Garcia-Diaz, M. S. El Youssoufi, "Experimental characterization of mechanical properties of the cement-aggregate interface in concrete," Construction and Building Materials, vol. 161, pp. 16-25, DOI: 10.1016/j.conbuildmat.2017.11.100, 2018.

[13] K. Jairath, N. Singh, V. Jagota, M. Shabaz, "Compact ultrawide band metamaterial-inspired split ring resonator structure loaded band notched antenna," Mathematical Problems in Engineering, vol. 2021,DOI: 10.1155/2021/5174455, 2021.

[14] H. Far, C. Far, "Experimental investigation on creep behaviour of composite sandwich panels constructed from polystyrene/cement-mixed cores and thin cement sheet facings," Australian Journal of Structural Engineering, vol. 20 no. 1, pp. 63-73, DOI: 10.1080/13287982.2019.1569831, 2019.

[15] H. Peng, Y. Ge, C. S. Cai, Y. Zhang, Z. Liu, "Mechanical properties and microstructure of graphene oxide cement-based composites," Construction and Building Materials, vol. 194, pp. 102-109, DOI: 10.1016/j.conbuildmat.2018.10.234, 2019.

[16] I. W. Nam, J. H. Choi, C. G. Kim, H. K. Lee, "Fabrication and design of electromagnetic wave absorber composed of carbon nanotube-incorporated cement composites," Composite Structures, vol. 206, pp. 439-447, DOI: 10.1016/j.compstruct.2018.07.058, 2018.

[17] H. M. Saleh, F. A. El-Saied, T. A. Salaheldin, A. A. Hezo, "Macro- and nanomaterials for improvement of mechanical and physical properties of cement kiln dust-based composite materials," Journal of Cleaner Production, vol. 204, pp. 532-541, DOI: 10.1016/j.jclepro.2018.08.303, 2018.

[18] S.-J. Jang, H.-D. Yun, S.-W. Kim, W.-S. Park, K. Kobayashi, "Properties of strain-hardening cement composites with superabsorbent polymer particles," Magazine of Concrete Research, vol. 71 no. 8, pp. 437-448, DOI: 10.1680/jmacr.18.00256, 2019.

[19] F. Sha, S. Li, R. Liu, Z. Li, Q. Zhang, "Experimental study on performance of cement-based grouts admixed with fly ash, bentonite, superplasticizer and water glass," Construction and Building Materials, vol. 161, pp. 282-291, DOI: 10.1016/j.conbuildmat.2017.11.034, 2018.

[20] N. Li, L. Xu, R. Wang, L. Li, P. Wang, "Experimental study of calcium sulfoaluminate cement-based self-leveling compound exposed to various temperatures and moisture conditions: hydration mechanism and mortar properties," Cement and Concrete Research, vol. 108, pp. 103-115, DOI: 10.1016/j.cemconres.2018.03.012, 2018.

[21] C. L. Nogueira, K. L. Rens, "Experimental analysis of cement-based materials under shear stress," Construction and Building Materials, vol. 170, pp. 392-401, DOI: 10.1016/j.conbuildmat.2018.03.050, 2018.

[22] R. Jaafri, H. Samouh, E. Roziere, S. Y. Alam, V. Wisniewski, A. Loukili, "Experimental and numerical analysis of curling behavior of natural hydraulic lime - cement based mortars," Cement and Concrete Research, vol. 117,DOI: 10.1016/j.cemconres.2018.11.016, 2019.

[23] M. Ru, W. Zedong, W. Xiaowei, "Experimental study on shear properties of aligned steel fiber reinforced cement-based composites," Construction and Building Materials, vol. 184, pp. 27-33, DOI: 10.1016/j.conbuildmat.2018.06.026, 2018.

[24] L. Li, R. Wang, Q. Lu, "Influence of polymer latex on the setting time, mechanical properties and durability of calcium sulfoaluminate cement mortar," Construction and Building Materials, vol. 169, pp. 911-922, DOI: 10.1016/j.conbuildmat.2018.03.005, 2018.

[25] P. Pascual-Muñoz, I. Indacoechea-Vega, D. Zamora-Barraza, D. Castro-Fresno, "Experimental analysis of enhanced cement-sand-based geothermal grouting materials," Construction and Building Materials, vol. 185, pp. 481-488, DOI: 10.1016/j.conbuildmat.2018.07.076, 2018.

[26] L. Shi, S. T. K. Lin, Y. Lu, L. Ye, Y. X. Zhang, "Artificial neural network based mechanical and electrical property prediction of engineered cementitious composites," Construction and Building Materials, vol. 174, pp. 667-674, DOI: 10.1016/j.conbuildmat.2018.04.127, 2018.